Uttarakhand Jal Sansthan Tender

View complete overview of Uttarakhand UJS Tender

Uttarakhand Jal Sansthan - UJS Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date15 Dec 2021
Closing Date28 Dec 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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3) 50 mmφ

3700

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4) 40 mmφ

1100

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5) 32 mmφ

1200

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6) 25 mmφ

800

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7) 20 mmφ

1800

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Supply of special fittings (As per demand)

1

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Constt. Of S.C.P.C. Drain including supply of all materials, labour T&P etc. complete

35

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S/F Steel Intake Chamber including supply of all materials, labour T&P etc. complete

7

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Construction of Treatment plant as per approved design & drawing by I.I.T. & all cement,concrete, R.C.C work tube testing approved farms. including supply of all materials, labour T&P etc. complete

94

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Constt. Of R.C.C C.W.R 90 KL. Capacity design by as per design & drawing Including cartage

1

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-

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Constt. Of R.C.C C.W.R 30 KL. Capacity design by as per design & drawing Including cartage

1

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-

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Constt. Of R.C.C C.W.R 20 KL. Capacity design by as per design & drawing Including cartage

1

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Protection work for source, pipe line including supply of all materials, labour T&P etc. complete 1) Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

23.76

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2) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:2:4 (1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 mm nominal size)

16.61

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3) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal size)

2.78

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4) Providing and laying of stone set pavement over 2.5 cm thick bedding layer of PCC 1:2:4 which shall further be placed over 10 cm thick dry stone kharanja or crushed stones base over a prepared subgrade as per drawings and technicalspecifications. The size of stones shall not be less than 20 cm x 20 cm andthickness of stones shall vary from 10 cm to 15 cm. The work includes filling of joints with PCC 1:2:4 as per the standard drawings and instructions oftheEngineer-in-Charge.

11.03

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5) Plastering Work made by Cement & sand 1:6 motor including supply of all material,labour, T&P etc. required for proper completion of the work.

168.4

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6) Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

13.18

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7) Random Rubble stone masonary in Coolie walling including supply of all material,labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

135

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8) Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper cum etc. including supply of all labour material, t&p & royality etc, required for proper complition of work. (as per PWD Uttarakhand specifications)

207.36

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9) Random Rubble Masonary with hard stone in foundation and plinth including levelingup with cement concrete 1:6 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with Cement mortar1:6 (1 cement : 6 coarse sand)

176.4

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Construction of Store/ Chowkidar quarter as per approved design, drawing including supply of all materials, labour T&P etc. complete

1

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Earth work for foundation including supply of all materials labour, T&P etc. complete( for protection work)

1017.75

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Excavation trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc and disposing of surpplus excavated soil as directed, within a lead of 50 m 1) In soil mixed boulder

3276

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2) In medium rock

1332

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Dismantling of following pipe lines including supply of all materials labours, T&P etc complete 1) 50 mmφ

700

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2) 40 mmφ

1200

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3) 32 mmφ

1000

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4) 25 mmφ

300

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5) 20 mmφ

200

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Laying jointing and testing of following pipe lines including supply of all materials labour,T&P etc complete. 1) 80 mmφ

4035

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2) 65 mmφ

345

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3) 50 mmφ

4400

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4) 40 mmφ

2300

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5) 32 mmφ

2200

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6) 25 mmφ

1100

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7) 20 mmφ

2000

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